Public Works Roads Department Tender
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Costs
EMD
₹ 2,00,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_39143_33Tender No
CE/DEV/TB/213/2024-25/01 Dtd. Guwahati, 05th September, 2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method
(ii) For Grading II Material
469.13
-
1765.78
Water Bound Macadam Sub-base/base
(III) WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
281.48
-
3362.69
Inter locking concrete Block pavement
A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints
3753
-
1161.08
Traffic Signs
(A) Retro-reflectorised Traffic Signs
(I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
4
-
3933.24
Traffic Signs
(A) Retro-reflectorised Traffic Signs
(I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular
4
-
5345.8
Providing and Fixing 'Logo' of PMGSY Project
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
24845.31
Planting of Trees and their Maintenance for three Year (Planting of
trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep
dug in the ground, mixing the soil with decayed farm yard/sludge
mannure, planting the saplings, backfilling the trenches, watering ,
fixing the tree guatrd and maintaining the plants for three year
20
-
760.72
2.00mx2.00m Box cell Culverts : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
i. Ordinary Soil, Upto 3.0m depth
649.72
-
127.69
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
I. Sand filling
13.2
-
1644.26
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B With Natural gravel
I. P.C.C grade M 10
(i) Nominal mix 1:3:6
3.84
-
5607.63
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B With Natural gravel
IV. R.C.C grade M 20
32.31
-
6553.21
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B With Natural gravel
III. P.C.C grade M 20
(i) Nominal mix 1:2:4
18.38
-
6223.14
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
B With Natural gravel
IV. R.C.C. grade M 25
(i) For height up to 5m
59.14
-
7443.31
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
0.88
-
64120.72
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
5.28
-
64274.4
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
56
-
205.66
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A Granular material
132
-
1498.38
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
64
-
717.44
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A With crushed stone
II. R.C.C M 25
(a) Height up to 5m
20.92
-
8677.89
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel)
1.3
-
70631.78
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With Crushed Stone
3.08
-
14419.59
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
68
-
2763.19
Drainage Spouts complete as per drawing and Technical specification
8
-
9075.03
600mm dia HPC : Excavation for structure Earthwork in excavation for foundation of structure as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottoms and back filling with approved material.1. Ordinary soil(1) Depth up to 3m ( with dewatering )
83.21
-
127.69
PCC 1:3:6 in foundation Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802, 803, 1202 & 1203.B. With Natural Graveli) PCC Grade M-10, Nomimal Mix 1:3:6
5.76
-
6036.57
Brick masonry work in 1:4 in foundation of Head Walls complete excluding pointing and plastering, as per drawing and technical specification
47.17
-
7450.77
Laying 1st.class Bedding on well graded sand moorum as per tech. Specification Clause 1105(ii )ii) With Granular Materials
2.13
-
1558.04
Plastering with cement morter ( 1:4 ), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
115.8
-
146.41
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling , concrete and masonry works in head walls and parapets Clause1106 B)600 mm dia
25
-
3272.25
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